水电工程长隧洞开挖造价问题的探讨     

魏杰  侯月 《国土资源》1998,(4)

由于水电工程长隧洞受地质条件影响受勘测条件和勘探手段的限制以及施工难度大,变化因素多等原因其开挖造价问题较复杂。因此,在水电工程长隧洞开挖定额项目中应考虑短循环进尺因素,增加按围岩分类的补充调整系数,考虑长隧洞开挖艰难因素,补充洞长增加系数  相似文献   

四川盆地龙泉山含油气构造浅层天然气对隧道工程危害研究   总被引：2，自引：0，他引：2  

苏培东  廖军兆  王奇  文黎 《工程地质学报》2014,22(6):1287-1293

龙泉山是具备油气生储盖组合的含油气构造,出露侏罗系和白垩系非煤系地层,有7个构造高点,节理裂隙发育,是浅层天然气有利聚集区,沙溪庙组砂岩是浅层天然气主要储层。已建达成铁路炮台山隧道和成-简快速通道龙泉山2#隧道在施工中都出现浅层天然气燃烧和爆炸现象。拟建的成洛大道东延线、成安渝高速公路和成渝客专又将以隧道方式通过龙泉山含油气构造,故研究浅层天然气对隧道危害有重要意义。通过现场8座隧道共20个钻孔天然气浓度测试,发现8座隧道均有浅层天然气显示,天然气最高浓度8.654%,最低浓度0.081%, 8座隧道均受到天然气危害。研究表明,隧道所处构造位置和地层岩性是隧道受浅层天然气危害大小的主要影响因素,隧道离含油气构造高点越近,在穿越裂隙发育的地层时,其钻孔天然气浓度越高,隧道受浅层天然气危害越大。  相似文献   

地质雷达在风火山隧道病害检测中的应用与结果分析     

康富中  江波  贺少辉  齐法琳 《工程地质学报》2010,18(6):963-970

青藏铁路全线开通运营以来,对处于高寒地区的永久冻土隧道之一的风火山隧道的质量状态首次进行了无损检测。风火山隧道处于高寒永久冻土区,隧道全部处于冻岩中,两端洞口主要为砂岩与泥岩,并且为富冰冻土。受到季节性冻融的影响,隧道病害比较突出,主要表现为衬砌裂缝,漏水涌水,衬砌酥松剥落。为了准确地掌握风火山隧道衬砌结构质量状态,本文首次应用于风火山隧道衬砌结构的质量检测。该检测设备一改传统破坏式的检测方法,具有快速、简捷、无损、灵活的特点。通过对现场数据处理分析,可以精确探测衬砌厚度,查明衬砌背后存在的空洞和回填不密实区域。检测结果表明,隧道在高寒恶劣环境中,衬砌总体外观质量尚好,但是在两端洞口段有渗水现象;衬砌背后空洞缺陷等级为严重地段测线长度为20m,等级为极严重地段测线长度为98m;衬砌背后回填不密实缺陷等级为严重地段测线长度为41m,等级为极严重地段测线长度为33m。检测结果与实际病害情况基本相符。  相似文献   

干旱区花岗岩体中地下坑道渗水的逻辑信息法评价     

闫长红  陈剑杰  王华伟  吴润江  黄裕雄  褚玉成 《工程地质学报》2011,19(3):338-345

本文采用逻辑信息法对某干旱区花岗岩体中的地下坑道渗水进行了研究.对影响地下坑道渗水的因素进行了分析,确定了可能与地下坑道渗水相关的11个影响因子,并根据场地地下坑道渗水特征,将渗水严重程度分成4个级别,建立了所研究场地地下坑道渗水预测评价的逻辑信息法模型,得到了不同影响因子的权重.从计算得到的影响因子的权重可以看出,围...  相似文献   

Quaternary features beneath Lake Simcoe,Ontario, Canada: drumlins,tunnel channels,and records of proglacial to postglacial closed and overflowing lakes   总被引：1，自引：0，他引：1  

Brian J. Todd  C. F. Michael Lewis  Thane W. Anderson 《Journal of Paleolimnology》2008,39(3):361-380

Lake Simcoe is a large lake 45 km across and in places over 30 m deep, located between Lake Huron and Lake Ontario, in the glaciated terrain of southern Ontario, Canada. Seismostratigraphic analysis of high-resolution seismic reflection profiles, together with lakebed sediment sampling and pollen study, revealed distinctive sequences in the sediments beneath Lake Simcoe, Ontario. A surface unit (Blue Sequence) of soft Holocene mud (low-amplitude surface reflection, discontinuous parallel internal reflections) lies in the deeper basins of the lake. The underlying unit (Green Sequence) is characterized by high-amplitude parallel internal reflections; basal sediments of this sequence consist of clay rhythmites with dropstones. The Green Sequence was deposited by lacustrine sedimentation in proglacial Lake Algonquin; sedimentation persisted until the basin was isolated from other glacial lakes at about 10 ¹⁴C ka at the Penetang post-Algonquin phase. Subsequent erosion of the uppermost portion of the Green Sequence is attributed to wave action in a low-level early Holocene lake, possibly closed hydrologically and coeval with closed lowstands in the Huron and Georgian Bay basins. Two sequences with high-amplitude surface reflections and chaotic internal reflections (Purple and Red Sequences) lie below the Green Sequence. Northeast-southwest trending ridges, tens of metres in height, on the Red Sequence (the lowermost of these two units) are interpreted to be drumlins. An erosion surface descends into narrow valleys 50–80 m deep beneath the lake in bays to the west and south of the main lake basin. These depressions are interpreted as subglacial tunnel channels cut by rapid flows of meltwater. The sediments of Purple Sequence are interpreted as channel-fill sediments rapidly deposited during waning stages of the meltwater drainage. The Red Sequence is correlated with the Newmarket Till of the last glacial maximum identified beneath the Oak Ridges Moraine to the south.  相似文献   

Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face     

《Computers and Geotechnics》2017

The tunnel inclination angle (δ) generally exists in urban and cross-river (sea) tunnels; hence, its effect should be considered in the stability analysis of a tunnel face. However, the influence of this tunnel inclination angle is rarely studied. In this paper, considering the effects of the tunnel inclination angle and the tunneling length (L), the optimal upper-bound solutions of the active and passive failure pressures were obtained using sequential quadratic programming (SQP) based on the upper-bound limit analysis. The effects of the dimensionless parameters on the pressures and failure modes were investigated. The results show that the tunnel inclination angle δ and the dimensionless parameter L/D (D is the section diameter of the tunnel) significantly affect active and passive stabilities. The difference in the results between δ = −10° and δ = 10° is mostly greater than 10% and reaches 80% when the internal friction angle (φ) is large. When the value of δ is zero, L/D does not affect on the result. The maximum difference in the results between L/D = 0 and L/D = 5 are 92.5% (passive failure) and 36.3% (active failure). For the active failure mode, with increasing of φ, the curves, which have δ values of −10°, 0° and 10°, intersect at a particular point when φ reaches a specific value.  相似文献   

Three-dimensional undrained tunnel face stability in clay with a linearly increasing shear strength with depth     

《Computers and Geotechnics》2017

The undrained tunnel face stability in clay with a linearly increasing shear strength with depth was investigated by three-dimensional finite element analysis. Three parametric studies were performed to study the effects of the cover depth ratio, overburden stress factor and linear strength gradient ratio on the load factor of the undrained tunnel face stability. The influence of the linear strength gradient ratio on the predicted failure mechanism of the undrained face stability was discussed and examined. An approximate closed-form solution was proposed for three-dimensional undrained tunnel face stability in clays with constant or linearly increasing shear strength profiles with depth.  相似文献   

Experimental and numerical investigations on hydrodynamic and aerodynamic characteristics of the tunnel of planing trimaran     

《Applied Ocean Research》2017

The planing trimaran possesses distinctive hybrid hydrodynamic and aerodynamic performance due to the presence of tunnel. The research described in this paper was carried out based on the observation of wave characteristics of a planing trimaran model in towing tests, in which the resistance drops as soon as the wave surface separates from tunnel roof. In order to gain a deeper insight into the relationship between wave flow and forces in tunnel region, a comprehensive series of viscous CFD simulations considering free-surface and 2-DOF motion of the hull (heave and pitch) have been performed for the tested model at the volume based Froude numbers ranging from 3.16 to 5.87. The calculated results were validated by comparison with experimental data and showed good agreement. Numerical results of wave contours, longitudinal wave cuts and lifting force distributions at the calculated speeds were presented for the analysis of ventilation process in tunnel region and the corresponding variation of tunnel forces. It is found that, for the speeds higher than Froude number of 4.52, the aerodynamic forces provide major tunnel lift and mainly act on the straight section of the tunnel. And, therefore, numerical simulations of two modified models have also been performed for the analysis of influence of straight section length on the hydrodynamic and aerodynamic performance of planing trimaran.  相似文献   

Early Stage Characteristics of Macro Engineering and Suggestions for the Taiwan Strait Tunnel Project     

《Marine Georesources & Geotechnology》2013,31(3-4):279-288

Taiwan Strait Tunnel (TST) is a Macro Engineering Project (MEP). Countries all over the world have accumulated much experience on MEPs. To study the early stage characteristics of MEPs would be significant for advancing the progress of TST project. This article summarizes some common characteristics in early stage of MEPs, such as Three Gorges, South-to-North Water Diversion, The Channel Tunnel, Confederation Bridge projects, and so on. Some suggestions on early stage development are given to TST project for reference.  相似文献   

Prediction of risk in submarine tunnel construction by multi-factor analysis: A collapse prediction model     

Maoxin Su  Peng Wang  Daohong Qiu  Zhiqiang Li  Teng Xia 《Marine Georesources & Geotechnology》2013,31(9):1119-1129

Abstract

Collapse is a major threat in tunnel construction. How to predict collapse risk accurately and timely is a complicated problem. In this paper, a non-linear mathematical model is applied to obtain the potential risk indices for a submarine tunnel using statistical analysis based on previous submarine tunnels, such as the Seikan tunnel and Xiang’an tunnel. Rough set theory is used to screen risk indices, determine each indicator value, and classify risk factors. Traditional weight calculation methods that are overly dependent on expert experience and other subjective factors are optimized and improved. Based on the frequency of each risk factor, the objective weight value of each risk index is determined according to weight back analysis theory. The ideal point method is used to calculate the collapse risk level. Predictions made by this new method are consistent with the actual tunnel collapse risk levels. This new method provides theoretical and technical basis for effectively predicting tunnel collapse.  相似文献